HomeMy WebLinkAboutEngineered Plan - 2001JOB NO. Y00-44
NOTES {=:h+snut.dwg
C'4
cv 1. LOCUS IS A.M. 77, PARCEL 172.
2. ELEVATIONS SHOWN ARE ASSIGNED,
3. LOCUS IS IN FLOOD ZONE G C',N FIRM GATED JANE 17, 1986,
°- 4. ALL PIPE`? TO BE 4" SCH 40, AND PITCHED AT -1/4" PER FOOT. (!JNLESS NOTED)
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
m 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
G -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
. DEPTH OF COMPONENT;: NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED,
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
�/� N/F 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
3ERTRAND 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
OLSON CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12, IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' ARO! IN[:> AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.2 "=51,3),
19.4 1., PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEF'
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
S ?y xCti � , ®1 , BENCH MARK --TOP NW CORNER TEST HOLE GATE: December 12, 2000
N/E �yrJO'1 CONC. STEP= 22.11 AS9GNED RE?UC,E GRADE SLIGHTLY ON SC)UTH-• PERFORMED BY: Ron Cadillac, Steil Evaluator
BERGKUIST ___ 1 .4 -� t C.' ", AS SHOWN. WITNESSED BY: Amy `L J�Von Hone, IRS
.t
EAST CORNER OF LEA HINu
-X � `' F ER•.., RATE: <2 .0 /in<.h , � I�.jyer.
SOIL wLRVEY(1.. 3): Carver coarse sarin
TH 1+9.aa,VGEOLOGIC MAP(19�;Pa): Horwich 0LAwash Plain deposits
Invert 19.40±
Exist. Cast Iron Invert '18.75 56
18,9 ` °.lse, Go$ Baffle r
Invert 16.33 2 DRY WELL:
+ 74 5� 21. x 1.3 N/E 5-1/2"eft �„
Proposed
, 1,6 };a min, cover , Top Cone.=16.8
19,1 ® ® �4 Cant' FQ 21.44 ENGEL.MAN ( Plastic `�=3 eft �- " Tap F'eastone=li;,t.
e h s N Invert 19.0,
Proposed 15070 Coal.
14.0
x 21.4 i I � InvIert 16.50 Invert 16.00 I 5.4,
Bottom
6" Proposed
Proposed
F''tf1____10't ,
-10 r
TROY
9G 21,64 �p Bottom TH1=€3.6
14
c" nW, 1.6 i^� DESIGN
� ESI N DATA ro
21.
.. ...:::....
BEDROOMS: 3 LEACH AREA
•. x
20.7. ;,:rr.::: -GARBAGE -GRINDER: _ __ - No -
9 ` ` REQUIRED CAPACITY, 33x7 GPD USE 2 DRY WELLS SET 6 APART,
LIDT 202 SEPTIC TANK: 1500 GAL, AS SHOWN, WITH 3' OF STONE ALL
1 , BOTTOM LEACHING- AREA: 314,1 SF AROUND FOR A l9' LONG .BY 10.'-10"
11 y 00 S.F.x 20.6 1 a- [(�n� x 10.8s)] WIDE BY 2' DEEP LEACH AREA.
�. ,
r x 20,7 -q SIDE LEACHING AREA: 159.3 SF
.1 - [2(10.83'+ 29') X 2' DEEP.]
0
„yrs" a 1 ,7 0.1 DESIGN CAPACITY: 350 GPD
x 19. 7-p.,�rj
[1,314.1';F + 159.3 SFS X .74 GPD/SF]100.t?G�
�W '4 19.28
OV
LO
20,00
1
BENCH MARK ---TOP & CENTER (
CONC. BOUND= . 20.0;; ASSIGNED
r35 1/2' OFF CENTER UTILITY POLE)
THIS PLAN IS A VALID CC)PY ONLY IF IT BEARS
AN ORIGINAL REO) STAMP AND SIGNATURE.
I Rai
PI AGENT
APPROVALq,
NOT TO,
SCALE
10.
I LOCA71ON MAS' II
TEST HOLE 1
H (inches)
A layer 10yr 3/2
of sandy loam
B layar 1 CI -':Y,'3 4/6
sandy loam
7"
J
C layer 2.5y 6/4
fine sand
no water
ELEV.(feet)
19.4
16.3
8. C;
SITE FLAN
FOR
A u U r� E Y L. C'm---'E S N lul T
LOT 202s 70 CAPTAIN LOTHROP ROAD, S. A UTI-), MA
JANUARY 9, 2001 SCALE: 1"=20'
DONALD J. CADILLAC, PLS, R
PROFESSIONAL LANG SURVEYOR ek REGISTERED
P.O. BOX 258
WEST YARMOUTH, MA 02673
1,6 38} 776-9700
2000 BY R.J. CADILLAC
O 4,
PAGE 1 OF 1
LEGEN 3
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
G
GAS LINE MARKINGS (NOT ALL SHOWN)
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 x 8,7
EXISTING:; &: PROPOSED ELEVATIONS ('X' MARKS POINT)
1-11-6--
EXISTING CONTOUR
-8-
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN}
s®
EXISTING SEPTIC COVER
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NUT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
BENCH MARK ---TOP & CENTER (
CONC. BOUND= . 20.0;; ASSIGNED
r35 1/2' OFF CENTER UTILITY POLE)
THIS PLAN IS A VALID CC)PY ONLY IF IT BEARS
AN ORIGINAL REO) STAMP AND SIGNATURE.
I Rai
PI AGENT
APPROVALq,
NOT TO,
SCALE
10.
I LOCA71ON MAS' II
TEST HOLE 1
H (inches)
A layer 10yr 3/2
of sandy loam
B layar 1 CI -':Y,'3 4/6
sandy loam
7"
J
C layer 2.5y 6/4
fine sand
no water
ELEV.(feet)
19.4
16.3
8. C;
SITE FLAN
FOR
A u U r� E Y L. C'm---'E S N lul T
LOT 202s 70 CAPTAIN LOTHROP ROAD, S. A UTI-), MA
JANUARY 9, 2001 SCALE: 1"=20'
DONALD J. CADILLAC, PLS, R
PROFESSIONAL LANG SURVEYOR ek REGISTERED
P.O. BOX 258
WEST YARMOUTH, MA 02673
1,6 38} 776-9700
2000 BY R.J. CADILLAC
O 4,
PAGE 1 OF 1